223 Maybeck Ct 12-755 (new townhouse)ji
� RECE
IVED C�
V
JAN 2 6 2012
'D Y: CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Vaue:
' Job Address: Z 3 Historic District: Yes ❑ NONE
' Parcel ID: • - M - 0 0 Zoning:
- - Description of Work: NEW INNHOUSE- UNIT'
Plan Review Contact Person: -11,0&4 Gait Title:
Phone: A07- M-% %_ Fax: 40-160L-03 &E-mail: dAO AQC1Qt% i A 4ItCOM4
Property Owner Information
Name t MES OF 0WA100 ILC Phone: 407=532 90
Street: SW 0-06 & (BU%X AW y Resident of property? : ry
City, State Zip: HAW , FG 327Ctr(o
Contractor Information
Name ILJ/L'NOrtES /8 i0L GUl�ffll�/h�tl Phone: 407-20-6140
Street: 3b0 LOCOtiVAb CELgElL Pria Fag: 4A07-906-673/0 _
City, State Zip: k(.e- HAW, F1, l�{a— State License No.: cec X�¢g
Architect/Engineer Information
Name: Ab7E{0/liy IA/A1470JV Phone: 1.07- 632-Y160
Street. 900 COUNIN, CEMMC >Dk-MY Fag: 407—' -U
City, St, Zip: WC I y�IQ�/ �L 3274&ly E-mail:
Bonding Company: Aj1A Mortgage Lender: AVA
Address: / 0 /00, f� Address:
mak` �D lr ' o23P Z
Building Permit
Square Footage: z
No. of Dwelling Units: /
- - -._. Electrical ❑
ERMIT INF RMATION
Construction Type:
Flood Zone: X
Plumbing ❑
No. of Stories:v
New Service - No. of AMPS: New Construction - No. of Fixtures:
Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads:
oU , T "91
I�
FLUME
U U U
23'-0"
LEXINGTON
UNIT "Ail
I I
I I
I I
� I
I I
I I
I
12
Total Truss Quantity
�9 WALL ARE CUT BACK 4"
I FROM EDGE FOR FIRE
STOP 22'-6"
PRINCETON
UNIT
FROM EDGE FOR FIRE
STOP
I
HANGER CHART
AN= HTU 26 CSI MPS❑N)
A k= HHUS26-2 CSI MPS❑N)
WALL ARE CUT BACK 4"
FROM EDGE FOR FIRE I
22'-0" STOP
169
TH15 15 A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TKU55E5. ENGINEEKED TKU55 DRAWINGS AND ARCHITECTUKAL5 SUFEKCEDE THIS DOCUMENT.
23'-0"
LEXINGTON
UNIT "All
REFER TO ENf
PACK FOR
CONNECTION.
CJ5
O C-13
C?
--- Ln
U
C-11/ c0
U
(__)
1 1— 511
IG
21-011
TYPICAL 7SETBACK
COKNEI,5ET LABELING
AND 5PACING
Labeled End Mark
A.TrT'E TTON!
DDN'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -BI
30' Span r less 30' to 60
60 degrees ' Span
Spread r Bar
.f or less
1/2 t 2i3 to 1/2 _I
Ta (int r span apprvx. Ta liner span apprvx.
REFER TO BCSI -B1
Truss Aust be set this way if crane used,
Truss is an example, your truss may not match,
Insist crane operator sets truss this way,
eneral Notes
1) All parallel chord trusses, flat trusses and flat
girders have the top chord partially painted green
to be installed green side up.
All hangers to be Simpson HTU26 unless otherwise
2) noted,
All truss spacing is 24" O.C. unless otherwise
3) noted,
Per Truss Plate Institute BCSI-131 recommendation
4) permanent X -bracing should be placed at a
maximum spacing 15'_O.C. across the span, to
be repeated at a maximum of 20' between each
X ' brace throughout the structure.
Please refer to BCSI-131 for any additional bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL — 7 PSF
BCLL = * PSF
BCDL = 10 PSF
TOTAL = 37 PSF
DURATION - 1.25 %
WIND SPD/TYPE = 120
ENCLOSED
BLDG EXPOSURE C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON = 9.2 PSF
DESIGN CRITERIA
FBC 2007
TPI 2002
Truss member design & connector plates
are designed for ASCE 7-05 and maximum forces from
both components and claddings
and main wind force resisting systems.
* These trusses have been reviewed to carry an
additional 10# psf lion -concurrent bottom chord live
load.
FLOOR LOADING SCHEDULE
TCLL - PSF
TCDL = PSF
BCDL W PSF
TOTAL = PSF
4LL REACTIONS AND UPLIFTS I
M SHOWN ON ENGINEERING.
WALL KEY
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :5 UNIT BLDG — ELEV. A
CCA PROJ/MODEL/ALT
.JP6/5UA (ROOF)
ALT DESC:
OTC
LOT ll BLOCK : I
CARPENTER
L
CONTRACTORS
OF AMERICA
3900 AVENUE
G. N, W.
WINTER
HAVEN FLORIDA 33880
PHONE:
( 800) 959-8806
FAX;
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :5 UNIT BLDG — ELEV. A
CCA PROJ/MODEL/ALT
.JP6/5UA (ROOF)
ALT DESC:
OTC
LOT ll BLOCK : I